Earthquake Damage to Building Foundations - EERI...

Earthquake Damage to Building Foundations

T. Leslie Youd PhD, NAE, Dist M. ASCE, Hon M. EERI

Professor Emeritus Brigham Young University

Utah Chapter EERI

Short course on Evaluation of Liquefaction Hazard for Engineering Practice

April 9, 1014 Maverik Center

West Valley, Utah

House pulled apart at the

foundation level by lateral

spread; 977 Varancia,

Romania earthquake (Lloyd Cluff Photo)

House in Sylmar, California that pulled apart by lateral spread

during 1995 Northridge earthquake (Les Youd Photo)

Liquefaction-generated lateral spread fissures during 1995 Kobe, Japan

earthquake; the fissures pass beneath houses but caused no damage (Photo by Nick Sitar)

Foundation in Kobe,

Japan under construction

at the time of the 1995

Kobe earthquake;

perimeter foundation is

well reinforced with

grade beams across the

interior, creating a strong

diaphragm that is capable

of withstanding lateral

spread displacement

without fracture (Les Youd photo)

House in liquefaction and lateral spread zone that tilted, but was

undamaged structurally during 1993 Hokado, Japan earthquake;

house undergoing re-leveling (Les Youd Photo)

Aerial View of San Fernando Juvenile Hall Lateral Spread Area;

1971 San Fernando, Calif. Earthquake (USGS photo)

caption

Fissures and Ground Displacements Generated by the San Fernando

Juvenile Hall Lateral Spread; 1971 San Fernando, Calif. Earthquake (Youd, 1973, NOAA )

caption San Fernando Valley Juvenile Hall damaged by lateral spread

during 1971 San Fernando, California earthquake (Art Keene Photo)

caption

Building at San Fernando

Valley Juvenile Hall pulled

apart by lateral spread

during 1971 San Fernando,

California earthquake (Les Youd photo)

Large-area buildings: I recently consulted on a warehouse project to be built on site underlain by a layer of liquefiable soil that varied between one and three feet in thickness. I estimated a potential for one foot of lateral spread (by MLR procedure, Youd et al 2002) and up to one inch of ground settlement (by Tokimatsu and Seed (1987) procedure). My recommendations for mitigation of liquefaction hazard were: 1. Place adequate reinforcing steel in floor slabs to resist drag forces under

slabs generated by ground displacement and to bridge possible zones of differential ground settlement without cracking.

2. Adequately reinforce perimeter wall footings to prevent cracking due to lateral spread and differential ground settlement.

3. Leave connections between building segments unreinforced to force potential pull-apart and damage at those weak points.

Measured lateral spread displacements around N Building

following the 1964 Niigata, Japan earthquake (Hamada, et al, 1986)

caption

Fractured Piles Beneath N Building exposed during excavation for

a new building in 1985; damage to piles caused by Lateral Spread

during 1964 Niigata, Japan Earthquake (Japanese contractor photo)

Post earthquake pile

configuration and

standard penetration

resistance beneath N

Building

liquefied zone

Cross section showing

pile configuration for a

building on Rokko Island,

Kobe , Japan. Area was

shaken by 1995 Kobe,

Japan Earthquake.

Liquefaction and ground

settlement (average 0.75

m) occurred without

significant structural

damage to buildings on

pile foundations.

Piles have proven

effective structural

mitigation measure

against liquefaction at

sites with tolerable lateral

ground displacement.

Liquefiable loose uncompacted fill

0.5 m of differential settlement between building, founded on piles,

and ground caused no significant structural damage; Port Island,

Kobe, Japan (Les Youd photo)

caption

Tipped building in Adapazari, Turkey caused by liquefaction-induced

loss of bearing strength during 1999 Koaceli, Turkey earthquake (Les Youd photo)

Tall building supported on

piles pulled apart at

foundation level by lateral

spread toward nearby island

edge; building located on,

Rokko Island, Kobe, Japan

and was damaged during

1995 Kobe earthquake (Les Harder photo)

Ferry Building on Port Island undamaged by lateral spread (note

fissures in graded area) and ground settlement during 1995 Kobe,

Japan earthquake; building is founded on reinforced concrete mat

supported on reinforced concrete shafts (Les Youd photo)

Ground settled approximately 0.5 m around Ferry Building (Les Youd photo)

Waterfront side of Ferry

Building showing pavement

that settled and pulled away

from building due to

liquefaction and lateral

spread, exposing foundation

elements (Les Youd photo)

Waterfront side of Ferry

Building showing pavement that

settled and pulled away due to

liquefaction, ground settlement

and lateral spread; Jetways

were pulled away from building

and utilities broken but building

was undamaged

(Les Youd photo)

Shaft exposed by pull away of

soil on waterfront side of Ferry

Building; shaft is strongly tied

into the concrete mat, pinning

the shaft at the top while the

bottom is pinned in alluvial

gravels beneath the liquefied

zone (Les Youd photo)

1964 Alaska earthquake: lateral spread floodplain deposits displaced abutments

1 m toward channel buckling deck upward (USGS photo)

Caption Lateral spread vectors, 1964 Niigata, Japan Earthquake (Hamada et al, 1986)

caption

Bridge pier displaced toward Shinano River during 1964 Niigata,

Japan earthquake (1964 Niigata, Japan Earthquake Report)

Collapsed highway bridge over Rio Estrella, 1991 Limon Costa Rica

earthquake (Les Youd photo)

Central pier of Rio Estrella highway bridge

1991 Limon Costa Rica: Central pier of Rio Estrella highway bridge

Central pier of Rio Estrella, Costa Rica highway bridge (Les Youd photo)

Shattered and spread

embankment approach to

collapsed Rio Estrella highway

bridge (Univ. of Costa Rica photo)

Cracked and settled highway embankment at abutment of collapsed

Rio Estrella highway bridge (University of Costa Rica photo)

Abutment and collapsed truss of Rio Estrella highway bridge (University of Costa Rica photo)

Plans for Rio Estrella highway bridge

Southern abutment Northern abutment

(Youd, T.L., Rollins, K.M., Salazar, A.F., and Wallace, R.M., 1992, “Bridge damage caused by liquefaction during the 22 April 1991 Costa Rica earthquake,” Proceedings, 10th World Conference on Earthquake Engineering, Madrid, Spain, 19-25 July, 1992, vol. 1, p. 153-158.) ,